HomeMy WebLinkAboutApplication
u
u
Dobo.sieWicz, Jon C
From:
Sent:
To:
Cc:
Subject:
Dobosiewicz, Jon C
Monday, March 11,20025:31 PM
Johnson, Sue E
Lillig, Laurence M; Hahn, Kelli A; Hollibaugh, Mike P
Docket Number Assignment - Secondary Plat; Shelborne Park, Section 1,
Sue Ellen,
Please issue the necessary Docket Number for Shelborne Park, Section 1, Secondary Plat application. It will
be the following:
':<1
1#1-02 SP
Total Fee:
Shelborne Park,' Section 1 (Secondary Plat)
The site is located on the north side of West 13151 Street approximately one-quarter mile east of Shelborne Road. The site
is zoned S-liResidential - Estate.
Filed by Dennis Olmstead of Stoeppelwerth & Associates, Inc. for Roger L. Kessler.
The petition has been placed 011 the March 20th T AC agenda.
Please contact Dennis at 849-5935 with this information. Once the docket is assigned please return the file to
my office. ,.
T-~t\..~? 3. --! d~ ?-- ~ ',~~-
Thanks, 1\
Jon
,
~
DO
0-~~
~~
r6
1
u
-
u
DATE: March 4, 2002
~PLlCATION' FQR SECONDARY PLAT OR ~PLAl1
Fee: $SOO.OO or (S400.00) .
DOCKET #
The undersigned agl'eEl$ that any construction, reccnstrudioo, enlargement, rekJcat:ion or atta'ation.of sb-ucture.. or
any change in the use of land or structures requested by this application will comply with, and Olnfonn to, all applicable laws
of tile state of Indiana, and the Zoning Ordinance of Carmel, Indiana - 1980, adopted under the authority of Acts of 1979,
Public Law 11$, Sec. 1, et seq. General AssemblY of the State of Indiana, and aU Acts amendatory tl1e~
Name of Appflcimt:
Shelborne Park. .1...L.C.
Phone # (317),570-7250
AdQ~ofA~nt: 10200 Lantern Road, Fishers, Indiana 46038
NameofOvmer: Shelbome Park, L.L.C.
Name of Subdivision:
Shelborne Park, Section 1
Legal Description (To be typewritten on ~ sheet and attached).
Area (in acres)~ 22.543
_Number of lots: 28
Length in miles of new streets to be dedicated to pt.lblic use: 0.63
Surveyor certifying plat:
Dennis D. Olmstead
SUrveyor'S address and phone # 9940 Allisonville Road,
5i!lnalure of App~ --r) 2J ~ . -
TITLE: Managing Member
Fishers. Indiana 41)018 fl17l-1l4Q-S91t:;
(Print) Rcqer L. Kessler,
..
iI':*'~'< "If 141 ****1 j I f~11 '~~'f"'l'n"n'111 T'Yf'"t"rtrI ~ U*~lQ;lli::lQl<**" U "I f....I.! I r 1:*1l=:. ~ ..~ STATEOF= tNDIANA.
55
County of Hamil ton
Before me, the undersigned, a Notary Public for Rami 1 ton
Roger L. Kessler and acknowledge
March .~ 2002
My Commission Expires:
09/09 2006
CoUntyl State of Indiana, personaUy appeared
of the foregoing instroment this 4th. day of
J~
5.1.10 ADoflCation for Secondarv Plat. Two (2) . .if necessa1Y, of tl1e secoodary plat :md ~ ~n
plans, togetha' with supporting documents, shan be submitted to the BuHdiI19 Commissioner with ttlis apptrcatioh and the
application fee as indicated in Sectioo 29.6 of the Zoning Ordinance.
Additional plans to be distributed tc necessary authorities by applk:ant
FeE:
Received By:
" \
\ \
\ .
\
I
~~\fof'mA\~nIM ::'>""
'InJlC!4l't ("l<:Hn~JQ7
,
u
u
c---'- :
.../..... ~...... I
,/~-> ;;~
... ...
-----..
, j I~ >.,
, '~'/~A
,/
'/
1t;jlCA' ~~..~
/i "% \;\
<:2 ,f tJ '_,'I
V/"l <ltp " --1
l,.,'o . '.'
U ~ ~.I
UTILITY SUMMARY FOR SHELBORNE PAR~7
Electric
Electric service will be provided by Cinergy. The development will be served by existing
power service within the area of the subject site along 131 st Street.
Telephone
Telephone service will be provided by Ameritech. The development will be serviced by
existing telephone facilities along 131 st Street.
Water
Water service will be provided by Cannel Utilities. A watennain must be brought to the
site from approximately 131 st Street and Towne Road. The exact route and size will be
determined by Carmel Utilities.
Sanitary Sewer
Sanitary sewer service will be provided by the Clay Township Regional Waste District
(CTRWD). CTRWD has proposed to construct a new lift station on school owned
property on the South side of 1 26th Street and extend a gravity line northerly from the lift
station along J.W. Brendle Drain to 1318t Street. From that point, the gravity sewer will
extend North within the boundary of this project located near the West property line. This
project can connect directly into that interceptor sewer.
Drainage
The pre-developed drainage follows basically a southeastwardly pattern across this site to
the eastern ann of the l.W. Brendle Drain and continues southeasterly through the lW.
Brendle Drain. Post-developed conditions will generally follow that same path through a
series ofswales and pipes directing storm water to retention ponds located along the East
and South sides of the project. The ponds will ultimately outlet to a pond located at the
Southwest corner ofthe project and will discharge into a pipe which will cross 131 st
Street, where it will outfall into a pond located in the proposed Hayden Ridge
Subdivision, where it will flow through that system and ultimately outlet into the open
portion ofthe J. W. Brendle Drain.
Gas
Natural gas service will be provided by Vectren Energy. A gas m'ain must be extended to
the site from approximately 131 st and Towne Road. The exact route and size will be
determined by Vectren Energy.
s: \4 2265\Apps\U tilitySummaty
March 4, 2002
"
u
-
u
SHELBORNE PARK
SECTION 1
A part of the West Half of the East Half of the Northwest Quarter of Section 29, Township 18
North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as
follows:
Beginning at the Southwest corner of said Half, Halt Quarter Section; thence North 00 degrees
01 minutes 15 seconds West along the West line of said Half, Half Quarter Section 1,493.11
feet; thence North 89 degrees 58 minutes 45 seconds East 522.69 feet; thence South 00
degrees 03 minutes 30 seconds East 10.00 feet; thence North 89 degrees 58 minutes 45
seconds East 139.99 feet; thence South 00 degrees 03 minutes 41 seconds East along the
East line of said Half, Half Quarter Section 563.54 feet; thence South 00 degrees 40 minutes 35
seconds West 915.24 feet to a point on the South line of said Half, Halt Quarter Section, said
paint being South 89 degrees 35 minutes 32 seconds West 11.69 feet from the Southeast
corner thereof, said point also being on the centerline ot 131st Street; thence South 89 degrees
35 minutes 32 seconds West along the South line of said Half, Half Quarter Section 651.96 feet
to the place of beginning. Containing 22.543 acres, more or less, subject to all legal highways,
rights-at-ways, easements, and restrictions of record.
S:42265S1/LEGALlS1-PLA T
February 15, 2002
u
v
9.6 THE SUBDIVIDER
The following agreement ~hall be included as a submittal with the final plat application.
AGREEMENT
The developer shall be responsible for any drainage problem~ including standing water,
flooding and erosion control, wbich arise or become evident at any time during the 3 year
maintenance period after release of subdivision bonds, and which is attributable to a
deficiency in subdivision drainage design or constnlction of drainage improvements.
This shall include all pipes, structures, swales, ditches and ponds which are pertinent
features to the proper drainage of the subdivision.
This responsibility of the developer shall not, however, include problems which are
created, subsequent to the completion of the subdivision improvements by the improper
grading by individual builders, or structures and improper grading installed or
accomplished by individual homeowners.
It is the intent of this requirements, that the developer shall, specifically, provide such
sub-surface drains, or storm sewers or ditches as are required to properly rectifY any
drainage problem or sub-surface water problem which was not contemplated in the
original approved subdivision design, including, but not restricted to, disposal of sub-
surface water from footing drains of individual lots.
ROAD IMPROVEMENTS: The typical agreement for existing contiguous Hamilton
County Roads whicb are substandard, with Hamilton County is:
The developer will put in 12 inch stone base to the required width of the road, and grade
the spoulders to a minimum of 6 feet width and construct proper side-ditches, or, provide
storm sewers and curbs. This will be the black top grade during constnlction of
suhdi vision. Then the county will come in and cut out 3 inches and put in 3 inch binder
asphalt after which the developer will be responsible for 1 inch of asphalt topping. This
is being done as joint projects between county and developer. An agreement shall be
executed, in writing, between the developer and Hamilton County specifically detailing
the exact work to be accomplished by the developer and that to be accomplished by the
County, and shall also state the road or roads or portions thereof which are included. If
the subdivision is contemplated to be annexed to the City of Carmel, then the agreement
shall include the City of Cannel Board of Public Works as a signatory, which shall be for
the purpose ofth.e City of Cannel agreeing to accept for maintenance and operation, the
improved road facility upon completion of said improvements and completion of
mmexation.
~~c.~JL
~))2
D E PER
/<"1'W L. 1t(-pst.('/~
H....R'.~ h~~...,
--
March 4, 2002
DATE
u
u
NOTICE OF INTENT TO CONSTRUCT A WATER MAIN EXTENSION
State Form 49008 (9-98)
Approved by State Board of Accounts, 1998
General Construction Permit For Water Main Extensions
1. Title of project
Shelborne Park, Section 1
3. Location of project (including nearest public intersection and nearest quarter Section, Township, Range)
1/4 mile East of Shelborne Road and 131s1 Street
2. County of project
Hamillon
Northwest Quarter of Section 29, Township 18 North, Range 3 East, Clay Township, Indiana
4. Name or responsible person, title, firm
Roger Kessler, Managing Member, Shelbome Park, L.L.C
6. Address of firm
10200 Lantern Road, Fisf1ers. Indiana 46038
7. Public Water System (PWS)
Carmel Utilities
9. Address of PWS
1 Civic Square, Carmel, Indiana 46032
11. Name of engineering firm)
Stoeppelwerth & Asso.ciates. Inc
13. Address of engineering firm
9940 Allisonville Road, F'ishers, Indiana 46038
14. Name of developer
Shelborne Park, L.L.C.
16. Address of developer
10200 Lantern Road. Fishers, Indiana 46038
17. Timing of construction (check one of the following):
5. Telephone number
(317) 570-7250
B. PWS 10
10. Telephone number of PWS
(317) 571-2442
12. Telephone number of engineering firm
(317) 849-5935
15. Telephone number of developer
(317) 570-7250
~ The proposed construction of the water main will begin on April 2002 and be completed
on April 2007 . (Cannot begin construction less than thirty (30) days after IDEM received the NOI.)
o The proposed construction schedule will be submitted separate from this NOI at least ten (10) working days before the commencement of the construction
and will include aeopy of the information on the first page of this NO!. (Cannot begin construction less than thirty (30) days after IDEM received the
. NOI.)
18. Fee Schedule:
o No fee. exempted under 327 lAC 8-3-7(a).
o No fee for water main extensions under 2,500 linear feel.
~ $150 for water main extensions from 2,501 to 5,000 linear feet.
o $250 for water main extensions from 5001 to 10,000 linear feet.
o $500 for water main extensions greater than 10,000 linear feet.
THE COMPLETE NOTICE OF INTENT ALONG WITH ALL REQUIRED FEES
MUST BE SUBMITTED BY CERTIFIED MAIL TO:
DRINKING WATER BRANCH
Indiana Department of Environmental Management
100 North Senate Avenue
P.O. Box 6015
Indianapolis, Indiana 46206-6015
Make checks payable to: I.D.E.M. (Acct.# 3240-414000-140000)
19. Certifications:
Responsible Person:
"I certify that I have reviewed and understand the'applicability and eligibility requirements of this rule and that the water main proposed with the submission
of this NOI meets the applicability and eligibility requirements of this rule. I also certify that the design and construction of this project will be performed under
my direction or supervision to assure conformance with 327 lAC 8-3.5 and will meet all local rues or laws, negulations and ordinances. The information submitted
is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false informalion, including
the possibility of fine and imprisonment.
I?
;7-..."".j~
Date signed (month, day, year)
March 4, 2002
Engine :
"I certify under the penally of law that the design of this project will be performed under my direction or supervision to assure conformance with 327 lAC 8-
3.5 and that the plans and specification will require the construction of said project to be performed in conformance with this rule. The design of the proposed
project will meet all local rules or law, regulations and ordinances, The information submitted is, to the best of my knowledge and belief, true. accurate, and
complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment"
Date signed (month, day, year)
March 4, 2002
(Continued on the reverse side,)
o
o
Developer:
"I certify under the penalty of law that the construction of this project will be performed under my direction or supervision to assure conformance with 327
lAC 8-3.5. The construction of proposed project will meetalllocal rules or laws, regulations and ordinances. The information submitted is,.to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties f?r submitting false infonmation, including the possibility
of fine and imprisonment."
Sign~) )/ Date signed (month, day. year)
nA.o..~-Ac.. h~5~ March 4, 2002
Public er Syst7 " /
"I certify under the penalty of law that I have agreed to furnish water to the area in which the water main is proposed. I acknowledge the public water system's
responsibility for examining the plans and specifications to determine that the proposed water main meet local rules or laws and ordinances. I alsO acknowledge
the public water system's responsibilities as outlined in 8-3.5-12. I am aware that there are significant penalties for submitting false information, including the
possibility of fine and imprisonment."
Signature of PWS official Date signed (month, day.' year)
20. Project Design Criteria:
Alternative Technical Standards (327 lAC 8-3.2.20)
21. Are any "Alternative Technical Standards" proposed to be used in this project?
D Yes, I have attached copies of the approval with the NOi. 0 No
Public Water System Capacity Status
22. The PWS's Daily Production Firm Capacity: A. MGD B. GPM
23. The PWS's five (5) highest demand days in the previous two (2) years:
Demand (MGD) Date IIII \ 1111" I I",
1. ,,""\~OE.pp~ ((II;"
" ') CO ~,.....,~. h--<5:,;'
.. "~:fe'~ ~ --:,.
~ 9 /"0.,$ FI~",,:,>, ~
2. ~.:s;/f.t.) \-s.~
- ~ .. <t' No '.-
;;: Q .. .',::
3. ~ [ 19358 j ~
~ \ sr~-reoF ~ I
4. ~~ ~./ ~
, ',IiVoI... $
:.1',-; '. .... ,
5. ~"~~'f; ~~
,
24. Average of five Peak Daily Demand (POD) listed above: c. MGO
25. Ratio of POD to PWS Daily Production Capacity = (Item D = Item C litem A x 100) D. %
26. Anticipated Customer Demand of Proposed Water Main
Residential Customers:
E. Number of homes IF. AverageDaily Demand times Peaking Factor (at least 0.87 gpm/home) I Total Average Daily Demand times Peaking Factor (G = E x F)
28 0.87 gpm/home G. 24.36 gpm
Other (Commercial and Industrial) Customers:
Description (including size of domestic meter): Average Daily Demand ( the "Safe Maximum
Operating Capacity" of domestic meter)
gpm
gpm
0-. - , , ~ -
, Sub Total: H. ~pm
Total Customer Demand of Proposed Water Main (gpm) = (Item G + item H) I. gpm
27. Ratio of total Customer Demand of Proposed Water Main (gpm) to the PWS Daily Production Firm Capacity (gpm) J.
(Item J = Item II Item B x 100) %